| 路基合理的沉降期及通车碾压 |
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| 引用本文： | 李洪林,程国忠,赵华超.路基合理的沉降期及通车碾压[J].黑龙江交通科技,2002,25(9):12-13. |
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| 作者姓名： | 李洪林 程国忠 赵华超 |
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| 作者单位： | 龙建路桥股份有限公司 |
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| 摘 要： | 结合大齐公路施工实例,论述了合理的通车碾压工后沉降期及相应制约因素,综合了土质、水文、气候等制约因素,以寻找路基在自重及外部荷载作用下,使路基达到最终稳定的合理途径。
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| 关 键 词： | 路基自重应力 外荷载 沉降 碾压 |
| 文章编号： | 1008-3383(2002)09-0012-02 |
| 修稿时间： | 2002年4月15日 |
Logical sedimentation term of subgrade and be open to traffic rolling |
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| LI Hong-lin,CHENG Gou-zhong,ZHAO Hua-chao.Logical sedimentation term of subgrade and be open to traffic rolling[J].Communications Science and Technology Heilongjiang,2002,25(9):12-13. |
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| Authors: | LI Hong-lin CHENG Gou-zhong ZHAO Hua-chao |
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| Abstract: | Combine construction examples on the Daqi highway to discuss logical be open to traffic rolling sedimentation term after constructed and pertinent condition factor which include earthiness hydrogeology and weather, to find a logical way to reach final steady subgrade that subgrade action by selfload and exterior load. |
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| Keywords: | subgrade selfload stress exterior load sedimentation rolling |
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